CN208039535U - A kind of prefabricated assembled Fill model of separate type - Google Patents
A kind of prefabricated assembled Fill model of separate type Download PDFInfo
- Publication number
- CN208039535U CN208039535U CN201820502082.3U CN201820502082U CN208039535U CN 208039535 U CN208039535 U CN 208039535U CN 201820502082 U CN201820502082 U CN 201820502082U CN 208039535 U CN208039535 U CN 208039535U
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- steel plate
- vierendeel girder
- filling wall
- wall
- filling
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Abstract
A kind of prefabricated assembled Fill model of separate type, it belongs to engineering construction technical field, to solve the problems, such as that filling wall in earthquake has an adverse effect to Vierendeel girder and frame column and fill wall autoclasia, it includes lateral Vierendeel girder, vertical frame column and multiple filling wall；Lateral Vierendeel girder surrounds main body frame with vertical frame column, and multiple filling walls are arranged along the horizontal in main body frame；Each filling wall is hinged by top relative motion connection component and the Vierendeel girder of top, the Vierendeel girder that each filling wall relatively rotates connection component and lower section by lower part is hinged, and adiabator layer is filled in the gap in the gap between two neighboring filling wall, between filling wall and the Vierendeel girder of top and in the gap between filling wall and the Vierendeel girder of lower section.The utility model fills wall for armored concrete.
Description
Technical field
The utility model belongs to the prefabricated assembled filling wall frame of engineering construction technical field more particularly to a kind of separate type
Frame structure.
Background technology
The non-structural element type that wall is common in frame structure is filled, effect is to do outer maintenance and the compartment.
Although handling filling wall as non-structural element in structure design, actually filling wall has the earthquake response of structure bright
Aobvious influence, show as filling wall itself rigidity and intensity by seriously affect filling wall periphery Vierendeel girder and frame column by
Power state, and structural damage pattern may be changed, cause practical failure mode and design the problems such as estimated failure mode is not inconsistent.
In addition, the reparation of filling wall autoclasia is difficult, and it is likely to result in casualties and economic loss.
Assembled architecture is built made of assemble in site with prefabricated component component, and assembled architecture is the following building work
Journey design, one of the main direction of development of construction, compared with traditional approach, prefabrication is not influenced by bad weather etc., the duration
It is more controllable.For filling the construction of wall, assembled architecture can independent prefabricated filling wall, then will filling wall and agent structure
Connection.Common connection type is to be anchored or weld by reservation member with frame column in the both sides of filling wall, according to the tool of connection
Body situation can be fabricated to flexible connection or rigid connection；And it for the upper surface of filling wall and in the following, can be connect with Vierendeel girder
It can not also be attached.
Relative storey displacement occurs for floor gap in earthquake, since the deformability of filling wall itself is smaller, often in Vierendeel girder and
Wall is filled when column does not occur obviously destroying has occurred and that cracking；In addition, as described above, when stratified deformation further increases,
Filling wall will seriously affect the Vierendeel girder on its periphery and the stress of frame column and may change structural damage pattern.It is ideal
The make of filling wall should be able to realize purpose below, can make when relative storey displacement occurs for floor filling wall itself not by
Power, while filling wall and additional force not generated to the Vierendeel girder on its periphery and frame column.
Utility model content
The utility model is that have an adverse effect to Vierendeel girder and frame column and fill wall to solve filling wall in earthquake
The problem of autoclasia, proposes a kind of prefabricated assembled Fill model of separate type.
To achieve the goals above, technical solution adopted in the utility model is：
A kind of prefabricated assembled Fill model of separate type, it includes lateral Vierendeel girder, vertical frame column
With multiple filling walls；Lateral Vierendeel girder surrounds main body frame with vertical frame column, and multiple filling walls are arranged along the horizontal in master
In body frame, each wall of filling is hinged by top relative motion connection component and the Vierendeel girder of top, and each wall of filling passes through
The Vierendeel girder that lower part relatively rotates connection component and lower section is hinged, in the gap between two neighboring filling wall, fill wall with it is upper
Adiabator layer is filled in gap in gap between the Vierendeel girder of side and between filling wall and the Vierendeel girder of lower section.
Further, relative motion connection component in top includes the upper beam steel plate, pre-buried being embedded on the Vierendeel girder of top
Upper junction steel plate and bolt on filling wall top；It is vertically machined with strip hole respectively on upper beam steel plate and upper junction steel plate,
Upper beam steel plate stacked with upper junction steel plate after by being threaded through being bolted together in strip hole.
Further, upper beam steel plate and upper junction steel plate are U-shaped steel plate, and two reversed cloth of U-shaped steel plate arc tips
It sets, the horizontal ends of two U-shaped steel plates are pre-buried end.
Further, it includes the underbeam steel plate, pre-buried being embedded on the Vierendeel girder of lower section that lower part, which relatively rotates connection component,
Lower junction steel plate and bolt in filling wall lower part；It is machined with circular hole, underbeam steel plate respectively on underbeam steel plate and lower junction steel plate
By being threaded through being bolted together in circular hole after being stacked with lower junction steel plate.
Further, underbeam steel plate and lower junction steel plate are U-shaped steel plate, and two U-shaped steel plate arc tips are reversed
The horizontal ends of arrangement, two U-shaped steel plates are pre-buried end.
The advantageous effect of the utility model compared with prior art is：
1, can to avoid filling wall it is too strong caused by frame column destroy；
2, it can be destroyed to avoid filling wall itself；
3, bolted mode provides frictional force, increases the energy dissipation capacity of filling wall；
4, easy for installation, the fabricated construction of filling wall is realized, construction efficiency is improved.
Description of the drawings
Fig. 1 is the utility model of the whole structure diagram；
Fig. 2 is the upper beam steel plate 4-1 being embedded on the Vierendeel girder of top and the upper junction steel plate for being embedded in filling wall top
Structural schematic diagram before 4-2 assembly；
Fig. 3 is the upper beam steel plate 4-1 being embedded on the Vierendeel girder of top and the upper junction steel plate for being embedded in filling wall top
Structural schematic diagram after 4-2 assembly；
Fig. 4 is the underbeam steel plate 5-1 being embedded on the Vierendeel girder of lower section and the lower junction steel plate for being embedded in filling wall lower part
Structural schematic diagram before 5-2 assembly；
Fig. 5 is the underbeam steel plate 5-1 being embedded on the Vierendeel girder of lower section and the lower junction steel plate for being embedded in filling wall lower part
Structural schematic diagram after 5-2 assembly.
Specific implementation mode
The technical solution of the utility model is further described with reference to the accompanying drawings and detailed description：
Illustrate referring to Fig. 1, a kind of prefabricated assembled Fill model of separate type, it include lateral Vierendeel girder 1,
Vertical frame column 2 and multiple filling walls 3；Lateral Vierendeel girder 1 surrounds main body frame, multiple fillings with vertical frame column 2
Wall 3 is arranged along the horizontal in main body frame；
Each filling wall 3 is hinged by top relative motion connection component 4 and the Vierendeel girder 1 of top, and it is logical each to fill wall 3
It crosses lower part relative rotation connection component 5 and the Vierendeel girder 1 of lower section is hinged, in the gap between two neighboring filling wall 3, fill wall
It is filled with and protects in gap in gap between 3 and the Vierendeel girder 1 of top and between filling wall 3 and the Vierendeel girder 1 of lower section
Adiabator layer.Multiple top relative motion connection components 4 can be arranged in filling wall 3 and the Vierendeel girder 1 of top；Fill wall 3 and lower section
Vierendeel girder 1 multiple lower parts can be set relatively rotate connection components 5.
The present invention is separated into several filling walls by wall is filled by an original integral-filled wall, and stratified deformation is occurring
When, it can be easier to realize that Rigid Body in Rotation With occurs for filling wall, reduce the possibility that filling wall destroys；By each filling wall
The connection type of upper and lower part and Vierendeel girder is arranged to be hinged, and hinged place allows filling wall planar to rotate, and fills out
Filling the attachment device of wall and the Vierendeel girder of top also allows hinged place that certain vertical deformation occurs, can be to avoid possible generation
Vierendeel girder deformation is to vertical tension caused by filling wall.
The distance in gap, filling wall 3 and Vierendeel girder 1 and frame between the size of the filling wall 3 of separate layout, filling wall 3
The determination of distance in 2 gap of trestle needs to meet not to be in contact each other under big shake effect.
Illustrate referring to Fig. 2 and Fig. 3, in order to ensure that structure is more reliable and more stable.
Specially：The top relative motion connection component 4 includes the upper beam steel plate 4- being embedded on the Vierendeel girder of top
1, the upper junction steel plate 4-2 and bolt 6 on filling wall top are embedded in；Respectively along perpendicular on upper beam steel plate 4-1 and upper junction steel plate 4-2
To the bolt being machined with after strip hole 4-3, upper beam steel plate 4-1 and upper junction steel plate 4-2 are stacked by being threaded through in strip hole 4-3
6 link together.
Upper beam steel plate 4-1 and upper junction steel plate 4-2 is U-shaped steel plate, and two U-shaped steel plate arc tips reversed arrangements, and two
The horizontal ends of a U-shaped steel plate are pre-buried end.
Fig. 2 and Fig. 3 show the arrangement relation schematic diagram of filling wall 3 and the Vierendeel girder 1 of top, top relative motion connection
Component 4 is made using steel, and the parts upper beam steel plate 4-1 are embedded in Vierendeel girder 1, and the upper parts junction steel plate 4-2 are embedded in filling
In wall 3, it is vertically machined with strip hole 4-3 on upper beam steel plate 4-1 and lower junction steel plate 4-2, due to vertically arranged mounting hole
Both 4-3, upper beam steel plate 4-1 and lower junction steel plate 4-2 assembled by bolt 6 after up and down two parts may be implemented it is vertical opposite
Movement and rotation.There can be rotation energy to avoid filling wall in vertical under tension effect with vertical relative motion ability
Power can make filling wall in deformation process only occur rigid deformation and itself is not damaged.Fit through the connection of bolt 6, bolt 6
Precompression can adjust, friction energy between bolt 6 and upper beam steel plate 4-1, upper beam steel plate 4-1 and lower junction steel plate 4-2 is real
Now certain energy consumption effect.
Illustrate referring to Fig. 4-Fig. 5, in order to ensure that structure is more reliable and more stable.
Lower part relatively rotates connection component 5 and includes the underbeam steel plate 5-1 being embedded on the Vierendeel girder of lower section, is embedded in filling
The lower junction steel plate 5-2 and bolt 6 of wall lower part；
Circular hole 5-3, underbeam steel plate 5-1 and lower junction steel plate are machined on underbeam steel plate 5-1 and lower junction steel plate 5-2 respectively
5-2 is linked together after stacking by the bolt 6 being threaded through in circular hole 5-3.
Underbeam steel plate 5-1 and lower junction steel plate 5-2 is U-shaped steel plate, and two U-shaped steel plate arc tips reversed arrangements,
The horizontal ends of two U-shaped steel plates are pre-buried end.
Fig. 4 and Fig. 5 show the arrangement relation schematic diagram of filling wall 3 and the Vierendeel girder 1 of lower section, and lower part relatively rotates connection
Component 5 is made using steel, and the lower parts junction steel plate 5-2 are embedded in filling wall 3, and the parts underbeam steel plate 5-1 are embedded in frame
In beam 1, it is logical that circular hole 5-3, underbeam steel plate 5-1 and lower junction steel plate 5-2 are machined on lower junction steel plate 5-2 and underbeam steel plate 5-1
Two parts after bolt 6 assembles are crossed to may be implemented to relatively rotate.Filling wall 3 can be made only to occur in deformation process with turning power
Rigid deformation and itself is not damaged.The connection of bolt 6 is fitted through, the precompression of bolt 6 can be adjusted, bolt 6 and lower joist steel
Friction energy between plate 5-1, underbeam steel plate 5-1 and lower junction steel plate 5-2 realizes certain energy consumption effect.
In order to ensure that reliable and stable movement between each connecting component, adiabator layer are polyurethane foam material layer, fill
The Vierendeel girder 1 of wall 3, the Vierendeel girder 1 of top and lower section is filled with sealant layer between adiabator layer respectively in gap, lead to
Often, sealant layer is silicone glue-line.Silicone adhesive is commonly called as glass cement because of the bonding in terms of being commonly used for glass and sealing.
One-component silicone glass cement is a kind of similar ointment, once the moisture in ingress of air will be solidified into a kind of tough and tensile rubber
The material of solid.The bonding force of silicone glass cement is strong, and tensile strength is big, while having weatherability, vibration resistance and moisture-proof, anti-again
The foul smell feature big with cold and hot variation is adapted to.In addition its wide applicability can be realized viscous between most of building material products
It closes, therefore, application value is very big.
The utility model is disclosed as above with preferable case study on implementation, however is not limited to the utility model, any ripe
Professional and technical personnel is known, is not being departed within the scope of technical solutions of the utility model, according to the technical essence of the utility model
To any simple modification, equivalent change and modification that the above case study on implementation is done, still belong to technical solutions of the utility model range.
Claims (8)
1. a kind of prefabricated assembled Fill model of separate type, it is characterised in that：It include lateral Vierendeel girder (1),
Vertical frame column (2) and multiple filling walls (3)；Lateral Vierendeel girder (1) surrounds main body frame with vertical frame column (2),
Multiple filling walls (3) are arranged along the horizontal in main body frame；Each filling wall (3) passes through top relative motion connection component (4)
It is hinged with the Vierendeel girder (1) of top, each fill the Vierendeel girder that wall (3) relatively rotates connection component (5) and lower section by lower part
(1) hinged, in the gap in the gap between two neighboring filling wall (3), between filling wall (3) and the Vierendeel girder (1) of top
And adiabator layer is filled in the gap between filling wall (3) and the Vierendeel girder (1) of lower section.
2. the prefabricated assembled Fill model of a kind of separate type according to claim 1, it is characterised in that：On described
Portion's relative motion connection component (4) includes the upper beam steel plate (4-1) being embedded on the Vierendeel girder of top, is embedded in filling wall top
Upper junction steel plate (4-2) and bolt (6)；
Strip hole (4-3), upper beam steel plate (4-1) are vertically machined on upper beam steel plate (4-1) and upper junction steel plate (4-2) respectively
It is linked together by the bolt (6) being threaded through in strip hole (4-3) after being stacked with upper junction steel plate (4-2).
3. the prefabricated assembled Fill model of a kind of separate type according to claim 2, it is characterised in that：Under described
Portion relatively rotates connection component (5) and includes the underbeam steel plate (5-1) being embedded on the Vierendeel girder of lower section, is embedded in filling wall lower part
Lower junction steel plate (5-2) and bolt (6)；
Circular hole (5-3), underbeam steel plate (5-1) and lower connection are machined on underbeam steel plate (5-1) and lower junction steel plate (5-2) respectively
Steel plate (5-2) is linked together after stacking by the bolt (6) being threaded through in circular hole (5-3).
4. according to a kind of prefabricated assembled Fill model of separate type described in Claims 2 or 3, it is characterised in that：On
Joist steel plate (4-1) and upper junction steel plate (4-2) are U-shaped steel plate, and two U-shaped steel plate arc tips reversed arrangements, two U-shaped steel
The horizontal ends of plate are pre-buried end.
5. the prefabricated assembled Fill model of a kind of separate type according to claim 4, it is characterised in that：Lower joist steel
Plate (5-1) and lower junction steel plate (5-2) are U-shaped steel plate, and two U-shaped steel plate arc tips reversed arrangements, two U-shaped steel plates
Horizontal ends be pre-buried end.
6. according to a kind of prefabricated assembled Fill model of separate type of claim 1,2,3 or 5, feature exists
In：The adiabator layer is polyurethane foam material layer.
7. the prefabricated assembled Fill model of a kind of separate type according to claim 6, it is characterised in that：It is described to fill out
The Vierendeel girder (1) for filling wall (3), the Vierendeel girder (1) of top and lower section is filled with sealing between adiabator layer respectively in gap
Glue-line.
8. the prefabricated assembled Fill model of a kind of separate type according to claim 7, it is characterised in that：It is described close
Adhesive layer is silicone glue-line.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820502082.3U CN208039535U (en) | 2018-04-10 | 2018-04-10 | A kind of prefabricated assembled Fill model of separate type |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820502082.3U CN208039535U (en) | 2018-04-10 | 2018-04-10 | A kind of prefabricated assembled Fill model of separate type |
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| Publication Number | Publication Date |
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| CN208039535U true CN208039535U (en) | 2018-11-02 |
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| CN201820502082.3U Expired - Fee Related CN208039535U (en) | 2018-04-10 | 2018-04-10 | A kind of prefabricated assembled Fill model of separate type |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109653404A (en) * | 2019-02-26 | 2019-04-19 | 济南金海洋建筑科技有限公司 | First fill the construction method and structural system of prefabricated big plate filled wall concrete structure |
| CN109811937A (en) * | 2019-03-20 | 2019-05-28 | 河北建筑工程学院 | A kind of deformable assembled filling wall of wallboard, filled wall system and construction method |
| CN110005094A (en) * | 2019-04-12 | 2019-07-12 | 北京交通大学 | A kind of parting waves Fill model |
| CN110374207A (en) * | 2019-06-18 | 2019-10-25 | 中国建筑东北设计研究院有限公司 | A kind of connection structure and its construction method of dregs blockwork and assembled general frame |
| CN110700437A (en) * | 2019-10-12 | 2020-01-17 | 北京工业大学 | Assembly type light steel energy dissipation wall with composite energy dissipation damper and connection mode of assembly type light steel energy dissipation wall |
| CN111749372A (en) * | 2020-07-15 | 2020-10-09 | 湖南大学 | Prefabricated filling wallboard connecting device and assembling method thereof |
| CN113123493A (en) * | 2021-04-15 | 2021-07-16 | 重庆大学 | Infilled wall connection mode with recoverable energy consumption function |
| CN113216464A (en) * | 2021-06-21 | 2021-08-06 | 华北水利水电大学 | Flexible connection structure of AAC plate and main body structure and construction method thereof |
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2018
- 2018-04-10 CN CN201820502082.3U patent/CN208039535U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109653404A (en) * | 2019-02-26 | 2019-04-19 | 济南金海洋建筑科技有限公司 | First fill the construction method and structural system of prefabricated big plate filled wall concrete structure |
| CN109811937A (en) * | 2019-03-20 | 2019-05-28 | 河北建筑工程学院 | A kind of deformable assembled filling wall of wallboard, filled wall system and construction method |
| CN110005094A (en) * | 2019-04-12 | 2019-07-12 | 北京交通大学 | A kind of parting waves Fill model |
| CN110374207A (en) * | 2019-06-18 | 2019-10-25 | 中国建筑东北设计研究院有限公司 | A kind of connection structure and its construction method of dregs blockwork and assembled general frame |
| CN110700437A (en) * | 2019-10-12 | 2020-01-17 | 北京工业大学 | Assembly type light steel energy dissipation wall with composite energy dissipation damper and connection mode of assembly type light steel energy dissipation wall |
| CN111749372A (en) * | 2020-07-15 | 2020-10-09 | 湖南大学 | Prefabricated filling wallboard connecting device and assembling method thereof |
| CN111749372B (en) * | 2020-07-15 | 2024-04-16 | 湖南大学 | Prefabricated filling wallboard connecting device and assembling method |
| CN113123493A (en) * | 2021-04-15 | 2021-07-16 | 重庆大学 | Infilled wall connection mode with recoverable energy consumption function |
| CN113123493B (en) * | 2021-04-15 | 2022-11-18 | 重庆大学 | Infilled wall connection mode with recoverable energy consumption function |
| CN113216464A (en) * | 2021-06-21 | 2021-08-06 | 华北水利水电大学 | Flexible connection structure of AAC plate and main body structure and construction method thereof |
| CN113216464B (en) * | 2021-06-21 | 2024-04-05 | 华北水利水电大学 | Flexible connection structure of AAC (advanced integrated circuit) board and main body structure and construction method of flexible connection structure |
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